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OrcaFlex Manual - Orcina

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Theory, Environment Theory<br />

150<br />

w<br />

Another way of looking at the problem is in terms of energy. The total energy required to accelerate a body in a<br />

stationary fluid is the sum of the kinetic energy of the body itself, and the kinetic energy of the flow field about the<br />

body. These energies correspond to the terms (m.a) and Ca.Δ.a respectively.<br />

Trapped Water<br />

The term (Ca.Δ) has the dimensions of mass and has become known as the added mass. This is an unfortunate name<br />

which has caused much confusion over the years. It should not be viewed as a body of fluid trapped by and moving<br />

with the body. Some bodies are so shaped that this does occur, but this trapped water is a completely different<br />

matter. Trapped water occurs when the body contains a closed flooded space, or where a space is sufficiently closely<br />

surrounded to prevent free flow in and out. Trapped water should be treated as part of the body: the mass of the<br />

trapped water should be included in the body mass, and its volume should be included in the body volume.<br />

For a more complete description of Morison's equation and a detailed derivation of the added mass component see<br />

Barltrop and Adams, 1991 and Faltinsen, 1990.<br />

5.10.6 Waves<br />

Wave Theory<br />

Each wave train can be a regular wave, a random wave or specified by a time history file.<br />

Regular Waves<br />

<strong>OrcaFlex</strong> offers a choice of a long-crested, regular, linear Airy wave (including seabed influence on wave length) or<br />

non-linear waves using Dean, Stokes' 5th or Cnoidal wave theories (see Non-linear Wave Theories). Waves are<br />

specified in terms of height and period, and direction of propagation.<br />

Random Waves<br />

<strong>OrcaFlex</strong> offers five standard frequency spectra: JONSWAP, ISSC (also known as Bretschneider or modified Pierson-<br />

Moskowitz), Ochi-Hubble, Torsethaugen and Gaussian Swell.<br />

The program synthesises a wave time history from a user-determined number of linear wave components. The<br />

wave component frequencies are chosen using an equal energy approach – see below. The phases associated with<br />

each wave component are pseudo-random: a random number generator is used to assign phases, but the sequence<br />

is repeatable, so the same user data will always give the same train of waves. Different wave component phasing for<br />

the same spectrum can be obtained by shifting the simulation time origin relative to the wave time origin, or by<br />

specifying a different random number seed.<br />

<strong>OrcaFlex</strong> provides special facilities to assist in selecting an appropriate section of random sea. These are available on<br />

the Waves Preview page of the Environment data form. The facilities include:<br />

� A profile graph plotting the wave elevation for a selected period and<br />

� A table listing all the waves in a selected time interval whose height or steepness is large by comparison with<br />

the reference wave Hs, Tz.<br />

Wave components<br />

An irregular wave train is constructed by linear superposition of a number of linear wave components. <strong>OrcaFlex</strong><br />

creates the components using an equal area approach, over a user-specified range of the frequency spectrum.<br />

However this approach can result in some components (e.g. near the tails of the spectrum where the spectral energy<br />

is low) representing a wide range of frequencies. Such components can result in poor modelling of system<br />

responses, since a wide frequency range of spectral energy is then concentrated at a single frequency. To solve this<br />

the user can specify a maximum component frequency range, and any component that covers a wider frequency<br />

range is then subdivided into multiple components (which then have lower energy, so they are no longer have equal<br />

energy) until all the components satisfy the specified maximum frequency range.<br />

This method of allocating wave components is now described in more detail. We denote by rmin and rmax the<br />

minimum and maximum relative frequencies, and by δfmax the maximum component frequency range.<br />

The wave components are created as follows:<br />

1. We define fm- to be the frequency of the spectral peak with the lowest frequency. Likewise define fm+ to be the<br />

frequency of the spectral peak with the highest frequency. For single peaked spectra fm- = fm+ = fm. For the Ochi-<br />

Hubble spectrum, the spectral peak frequencies are data items named fm1 and fm2. For the Torsethaugen

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